SW8060843_APPROVED PLANS_20061019

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWIJ�`{ J
DOC TYPE
El CURRENT PERMIT
ol APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
(ii/l70
YYYYMMDD

NOTICE REOUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR
TO COMMENCEMENT OF EXCAVATION OR DEMOUTION.
CONTACT IICAROLINA ONE CALL" AT
1-800-632.4949
CONTACT THESE UTILITIES
CITY OF SOUTHPORT ZONING
ATM: MR. DAVID EMIUTA
Phi: 910-457-7961
PROGRESS ENERGY
PH: 1-800-632-4949
N.C. NATURAL GAS CO.
PH: 910-763-1636
EMERGENCY DIAL 911
POLICE -- FIRE — RESCUE
CITY OF SOUTHPORT (WATER & SEWER)
ATTN: MR. ROBERT GRANT
PH: 910-457-7936
BELL SOUTH
PH: 1-800-632-4949
TIME WARNER CABLE
PH: 910-763-4638
(910)35
SOUTHPORT
00
VICINITY MAP
°=400'
03
SHEET INDEX
SHEET NUMBER
SHEET TITLE
C-0
COVER SHEET
C-1.1
GENERAL NOTES
C---2.1
EXISTING CONDITIONS
C— 3.1
OVERALL SITE PLAN
C-4.1
GRADING AND DRAINAGE PLAN
C-4.2
GRADING AND DRAINAGE PLAN
C-4.3
GRADING AND DRAINAGE PLAN
C-4.4
DRAINAGE AREA MAP (CB)
C-4.5
DRAINAGE AREA MAP (CB)
C-4.6
DRAINAGE AREA MAP (CB)
C-4.7
DRAINAGE AREA MAP
C-7.1
STORMWATER DETAILS
C--7.2
STORMWATER DETAILS
C-7.3
STORMDRAINAGE TABLE
1%411111!lt1l,� E
r N
GD0\1 f`(
,--- <
,3EAZ. N4R NP��MEN �E� Q� P�.
wCO oMsio
U�
°•a.......• J
rrr���Jl Pf7 Yi111�1�41,�'
1t(,,5 Ir
PREPARED BY:
oat3
0. 1.-
5911 Oleander Drive, Suite 201
Wilmington, North Carolina 28403
[phone] (0) [phone] p
PROJECT # 06110.PE
PRELIMINARY DESIGN - NOT RELEASED FOR. CONSTRUCTION
-r•�Tt-•---- -tf.+r ^.'T!4�i't''. �, tI�C'�'f T!�f' S �ti1.S�
.'r: ` ;; r,'.5 , - . rt";; i., �;� .;' r'� ;' 9 7 !!'r ►, , is ri: i s r

1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR
CONSTRUCTION OF THESE PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL RULES AND REGULATIONS OF
NEW HANOVER COUNTY, THE STATE OF NORTH CAROUNA, AND ANY OTHER
APPLICABLE FEDERAL, STATE, AND LOCAL CODES.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL
CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS
TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING
ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SMALL EMPLOY
A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE
CONTACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS 70 THE NATURE
OF PROPOSED WORK, AND TO FOLLOW ANY GUIDEUNES OR STANDARDS WHICH
ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES-
1. EXISTING CONDITIONS ARE BASED UPON FIELD SURVEY COMPLETED BY WIK DICKSON
SEPT. 21, 2005.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING
UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT
KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF
DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES. HAND DIGGING
AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES IN ORDER TO LOCATE
EXISTING U71UMES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO EUMINATE
OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING
UTILITY LINES INCLUDING LASS OF U71UTY REVENUES. CONTRACTOR SHALL
ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES. SUCH AS POLES,
CONDUITS, FIBER OPTIC CABLES. TELEPHONE CABLES WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS
OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR
CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH
ACT.
4. CONTACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM
INCONVENIENCE Tao THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL.
PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR
TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR
OTHER ADEQUATE PROTECTION. INCLUDING FLAGMEN AND WATCHMEN AS
NECESSARY TO INSURE THE: SAFETY OF THE PUBLIC AS WELL AS THOSE
ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN
ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE
OPERATIONS SUPPLEMENT TO THE MANUAL. ON UNIFORM TRAFFIC CONTROL.
DEVICES" BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO
CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR
AND SHALL BE PROPERLY DISPOSED OF OFF-SIT-
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTACTOR
FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 (800)
632-4949 AND ALLOW THE CENTER TO LOCATE EXISTING UIU71ES BEFORE DIGGING.
QEMOLITION N0TE5
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR
RELOCATE EXISTING SERVICE CONNECTIONS WHEN NECESSARY.
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF
DEMOU71ON REQUIRED. ALL DEMOUTiON WORK REQUIRED TO CONSTRUCT NEW SITE
IMPROVEMENTS WILL. BE PERFORMED BY THE CONTRACTOR AND WILL BE
CONSIDERED UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING
AND OFFSITE DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS,
SLABS. STEPS. AND STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS
AND ALL MATERIALS CLEARED AND STRIPPED TO THE EXTMT NECESSARY AS
DIRECTED BY THE SOILS ENGINEER FOR THE INSTALLATION OF THE NEW
IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND AS
SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY. STRUCTURES AND
UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES
OF OTHERS DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND
BY THE CONTRACTOR AT NO COST TO OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES
THAT SERVICE OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE
CONSTRUCTION PROCESS BY THE CONTRACTOR.
6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF
DEVELOPMENT COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE
DEMOLITION HAS BEGUN. AFTERWARDS. A PHOTOGRAPHIC RECORD SHALL BE
MAINTAINED WEEKLY DURING CONSTRUCTION AND ENDING WITH A PHOTOGRAPHIC
RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER DEMOLITION. THIS RECORD
SHALL BE DELIVERED TO THE OWNER.
7. EXISTING CURB AND GUTTER, LIGHTS► SIDEWALK, AND UTILITIES NOT INTENDED FOR
DEMOLITION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING
DEMOLITION.
8. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL..
9. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVERHEAD AND
UNDERGROUND UTILITIES INCLAONG CABLE, GAS, TELEPHONE AND ELECTRIC AND
ANY OTHER UMUTIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES.
10. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND
SIDEWALKS TO BE DEMOLISHED.
11. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS.
12. EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE.
11 INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM
AVAILABLE RECORDS, BUT THE CONTRACTOR MUST DETERMINE THE EXACT
L.00A71O N AND ELEVATIONS OF THE MAINS BY DIGGING TEST PITS BY HAND.
EROSION AND SEDIMENT COHIML NtIES
EERQSIQN CONTROL NOTES:
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND INSTALL ALL
TEMPORARY SILT FENCES.
2. CLEAR AND REMOVE FROM SITE ALL TREES, R007S, ROOT MAT, ETC. FROM THE
AREA WITHIN DESIGNATED CLEARING LIMITS.
3. INSTALL TEMPORARY SEDIMENT BASINS AND 01%t RSION DITCHES.
4. PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY
GRADING ACTIVITY,
5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLFriiNING AND RESTORING TO PRE -
CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE' THE PROJECT LIMITS THAT MAY
INADVERTENTLY BE DAMAGED DUE TO THE FAIIJJRE OF THE EROSION MEASURES.
6. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR
SHALL CONTINUE TO MAINTAIN PERMANENT ANC TEMPORARY EROSION CONTROL
MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE NORTH CAROLINA
DIVISION OF LAND RESOURCES.
7. UPON RECEIVING FINAL INSPECTION AND APPRO JAL BY NCDENR LAND
RESOURCES REMOVE TEMPORARY SEDIMENT TRAP
8. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED. SODDED AND PLANTED AREAS
UNTIL FINAL APPROVAL. BY NORTH CAROLINA DIVISION OF LAND RESOURCES,
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACnCk5 WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RIANOFF-PRODUCING RAINFALL BUT
IN NO CASE LESS THAN ONCE EVERY WEAK. AINY NEEDED REPAIRS WILL 13E MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS 4 SIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN
ADDITIONAL 2 INCHES OF #4 STONE TO MAINT94 PROPER DEPTH. ANY SEDIMENT
THAT IS TRACKED INTO THE STREET WILL 13E IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMkNT FENCE WHEN IT BECOMES
0.5 FEET DEEP AT THE FENCE THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER. SILT FEN X STAKES WALL SE SPACED 6
FEET APART UNLESS A WARE BACKING IS USED NITIH S FOOT STAKE SPACING.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A
VIGOROUS. DENSE VEGETATIVE COVER.
STABILIZATION NOTES
1. ALL SLOPES WILL BE STABILIZED WITHIN 21 DAY") OF CEASE OF ANY PHASE
OF GRADING.
2. ALL OTHER AREAS WILL SE STABILIZED WITHIN 3D DAYS OF CEASE OF ANY
PHASE OF GRADING.
Seeding Mixture
SPECIES R&Z Ei
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH - JUNE
Soil Amendments
APPLY LIME AND FERTIUZER ACCORDING TO SOIL YEM OR APPLY 300 LB/ACRE
10-tO-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO
PHOSPHORUS. CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS
FERTILIZER.
Seeding Mixture
SPECIES R (GRAIN) 113A��(L9rLA�E)
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SPECIES
GERMAN MILLET
FALL.
RATE (LB/ACRE)
40
19. f1rdics RATE (LB/ACRE)
RYE (GRAIN) 120
Seeding dates
COASTAL PLAIN - DECA-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 -- SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2• OOO LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING VITH ASPHALT, NETTING
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SST NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
Maintenance
REFIERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEIiD, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SIB NOTES
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE
REPORTED TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS,
EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS,
UTILITIES AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
L CONTRACTOR SHALL MAINTAIN THE SIT€ IN A MANNER SO THAT WORKMEN AND
PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY
PROTECTED FROM DAMAGE.
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO
DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON
COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING
CONSTRUCTION.
7. THE GENERAL. CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION
LIMITS" BROOM CLEAN AT ALL TIMES.
8. ALL UTILITIES TO SERVICE PROPOSED RESIDENCES SHALL BE UNDERGROUND ON
SITE.
9. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE
DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED
IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR
REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.
10. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT' SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
11. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED
NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS
THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM
THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE
OWNER.
12. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND
UTLLITIE& THE LOCATION OF ALL EXISTING U71UTM ARE NOT NECESSARILY
SHOWN ON PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE THE
CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COST HAVE LOCATED
ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR
DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE, OTHER OBSTRUCTIONS OR FROM DELAY DUE
70 REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT
"NORTH CAROUNA ONE CALL' TOLL FREE 1-8O-•632-4949 AT LEAST 48 HOURS
PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING
ALL NONSUBSCRIBING U71UTIM
13. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED PRIOR TO
CONSTRUCTION.
14. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE. COUNTY, AND LOCAL CODES.
15. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
16. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO GUTTER LINT"
OF CURB UNLESS OTHERWISE NOTED.
17. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS,
CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED.
II& THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION
MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORT IN THESE
PLANS.
GENERAL UTILITY NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH BRUNSWICK COUNTY
REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS.
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED
CONCRETE PIPE CONFORMING TO ASTM C-76. UNLESS INDICATED OTHERWISE ON
PLANS.
wETLAUD NOTES;
1) 404 WETLANDS ARE PRESENT ON THE
SUBJECT SITE. DETERMINATION BY USACOE ON
NOV. 22, 2005.
BOOF DRAIN NOTE,
1) ALL PROPOSED RESIDENCES SHALL DIVERT
ROOF DRAINAGE TO STREET VIA ROOF GUTTERS,
LEADERS AND UNDERGROUND SCHEDULE 40 PVC
CONDUIT, IF NECESSARY
EXISTING UTILITY NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
FIELD PRIOR TO GROUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR TO
BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
LAND DISTURBANCE OTE:
SITE EXCEEDS ONE ACRE IN DISTURBANCE, ALL STATE
PERMITS WILL HAVE TO BE SECURED PRIOR TO ISSUANCE
OF A BUILDING PERMIT.
FEbA NOTE:
THIS TRACT IS LOCATED IN ZONE C ACCORDING
TO FEMA FIRM MAP COMMUNITY -PANEL NUMBER
370028 001 C & 370028 0003C, MAPS
REVISED: DECEMBER 18, 1985.
---
LEGEND
." EXISTING WETLANDS
EXISTING PROPERTY LINE
. ...
- EXISTING CREEK
139
- EXISTING CONTOURS
otpF
- IRON PIPE FOUND
dliF
m► IRON ROD FOUND
[a CMF
- CONCRETE MONUMENT
0
- TELEPHONE PEDESTAL
- UNDERGROUND TELEPHONE
®
- TRANSFORMER PEDESTAL (PAD)
■
- PROPOSED CURB INLET
m PROPOSED STORM SEWER
•
- PROPOSED STORM DRAIN MANHOLE
■ PROPOSED SANITARY SEWER MANHOLE
-- PROPOSED FIRE HYDRANT ASSEMBLY
�--^-- - PROPOSED SANITARY SEWER
- PROPOSED SANITARY SEWER SERVICE LATERAL
as
v PROPOSED SANITARY SEWER CLEANOUT
W - -� - PROPOSED WATER LINE
- PROPOSED WATER SERVICE METER W/LATERAL
va
PROPOSED WATER VALVE
35 a PROPOSED CONTOUR
■* _ +� PROPOSED DRAINAGE AREAS
5-1 PROPOSED DRAINAGE STRUCTURE LABEL
m PROPOSED TREE REMOVAL
LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
�-� -- PROPOSED TEMPORARY DIVERSION DITCH
M
OD
C4
QZ
00
� QC
V
CA
PaO` z
W
F W)o
a �
Z_
z
z
M
s N � �
0 o
w b Z
u if G
z ,
o °�
to ' O
w
W U
V
�P5I�i
o z 0
H ^
o�
o
W
z
(,) 0 0
Io
51.
45
tN C ARO����''�.
•i
L
44
�•. O
rIL`�,��,,,4�
C-1
1O51
PEI JOBS: 1'0a .P
_ T.-•r- yw-. �� i - S.�'ifi� i �. ; 7 -�:5 •rr ! i �j'f f

CURVE TABLE
CURVE
LENGTH
R' DIUS
ci
7740
225 33
02
29.01
x2.S7
C3
76.98
'274.80
C4
97.00
22&33
C5
31AI
Ism"
C8
77.37
22&33
C7
90.15
361.75
c a
13&311
1271,48m
co
31.591
1195
CIO
Nausel
.76
C11
31.62
19.55
C12
3219
19.63
C13
31.49
t9.63
C14
31.51
19.76
Cis
31.9E
1&86
cis
31.5a
19."
C17
31.41
ISM54
CIS
116.23
323.12
C19
32.02
19.70
C20
138.30
2199
C21
SIGAI
3231x
C22
31.36
2014
C23
126.81
344.99
C24
126.61
3 44,80
C25
/26.e1
344 9a
C25
12LB11
344.80
C27
29.871
1344.901
C25
31-421
20.00
C29
71.54
'S09.94
C30
27.8T
20.10
C31
23.65
5Ba,94
C32
13a35
'6B9.A4
cm
K40
314 99
C34
124
19.96
C3S
114.69
107112
C36
35.14
699.94
C37
8.
.33
C38
124.95
004.70
C39
31.14
1&70
Emm�C40
102.14
653.33
C41
12a 4
53333
CURVE TABLE
cas
ezal
394.9e
C65
91
41,47
COG
27&98
254.9e
aw
91.01
394.94
COS
Al
1KOS
C89
SIM
391.a6
C80
1.0!
394.9E
Cal
1&03
304.99
CO2
87.09
;267.49
003
31.42
11101
a"
1&sa
257.49
C95
a323
Saao
Cab
39.25
2&06
Cal
29.25
324.8E
C96
39.31
24.90
C00
7&97
' 50.00
C1D0
79.62
324,66
6101
110.05
252.11
C102
39.80
19.96
003
ISM
'324,55
C104
SM74
30.20
CEO5
2a9B
25.84
C106
31.45
; 19.42
C107
40.63
6020
CI06
41.63
60.20
C109
47.46
Sa20
C410
31.75
1a.28
CHI
21.02
25.0E
C14
2.08
6a20
C113
951
250.02
ER4
29.61
34.93
CI
16
62
16a 02
6117
78
C1166a
CI19
20
6B
C121
57.34
34 43
3:
C123
104.33
284.8a
CI
9
?6
34.69
CURVE TABLE
CINI
85.69
297.1
C170
11.51
302.19
0171
61
297.1
C172
88.59
130119
C173
.44
296,78
C174
46.20
399.44
075
90.74
491.73
C176
94.65
017T
48-14
38
C176
67.6{
4
159
c179
20a47
20
CURVE TABLE
0421
118.431
55&33
C43
48.61
55&33
C44
3 92
17.52
C45
78.26
50.E0
C40
20.72
34.44
047
31.77
C48
40.92
C49
63.64
A277M
C60
69A3
C511
30.6{1
20.47
C52
90.98
320.91
C53
31.67
12.45
c54
21.05
24
C55
64.32
50.60
101.44
28&64
C57
12.07
224.55
t04.75
1
COO
154.02
224.65
C60
78.62
224.8E
061
34.47
ffi.14
C62
2t.04
24.65
C83
38.69
19.74
064
11.23
17z40
C65
51.56
5044
C66
40.25
60,14
C67
40.15
50.14
CBS
48,23
Sa14
C69
32,431
19.65
070
21.19
22 46
C71
27,481
50.14
en
61.14
324.87
C73
69.6E1
240.92
C74
311
20.
07
11K
1 249,94
C78
154.
4%62
C77
21.03
24%a2
C79
i3e.23
274.ae
C70
31.88
19.03
11&29
324,87
cm
26.57
19.89
C62
24.93
289.63
ce3
eg.
CURVE
TABLE
c12a
.06
z4.4a
27
1 84
60.2E
C128
ta36
29.02
H63.20
5ZI3
21X02
C131
10.47
2002
C132t9
81
20492
C133
13&30
204 02
C134
13a04
1225.E
C135
32.29
16.94
I's
115.23
127,5.8{
C137
i..72
84
C136
103.6E
122&64
C139
107.24
1225 64
0140
41.72
4.14
C141
57.85
123&88
C142
91.21
274.14
C143
93,62
1 274.14
C144
31.8t
i&38
C145
69.841
274.14
0146
271.39
230,00
C147
248.83
3D000
C140
69.9E
30R00
C149
197.64
30000
Cleo
3.64
1570-00
051
354.62
57&05
6152
164,98
100a00
C153
63.11E
300600
C1e4
Me"
1250.00
C155
313.28
1250.00
C156
27,M
7
26a00
C167
.OD
235.00
14
23&00
CI
370,00
CISO
__10.52
3V.77
370.00
6
4�.6e
a0
62
.ss
x3aoD
C1
1E0.33
23a00
1
.e3
c1e5
20ow
300.D0
CIS7I
31.41
00
22
CAROLINA POWER & LIGHT CO.
0.0. s1s. Pa 14$
ZONE} FF-20
LINE TABLE
LINE
LENGTH
I BEARING
L1
100.00
'
1.2
19.37
117114'31X
L3
5t.09
L4
138,62
LS
98.31
'
L6
49.05'WE
L7
102.01)
'21
Le
130.60
soxa=
L9
100.00
00
130.28
01
5D.28
L12
100.00
N023jQ0
L13
80.00
'
L14
130.88
N021YOWN
L15
100.00
'
Lie
130.88
'
L17
80.00
Lie
100.00
'
L19
$0.00
L20
130.88
S02,43-
L21
100.00
L22
100.00
$117181r.11
L23
130.80
L24
80.00
125
tOD.gO
L26
80100
"
L27
140.47
L28
100.00
L29
1.09
L30
48.19
L31
moo
L32
130.86
L33
21.25
W111
13a00
L35
88.47
1.36
139.57
H871' r
L37
29.92
"
Lae
70.06
L39
5&21Now
W,
140
100,00
L41
100,00
D2'
L42
130.00
L43
90.00
••
L44
38.08
L45
18.5E
'
105.00
'
L47
19. 7
'
1.48
22.41
not 100A'
L49
16.6ENOr43*OlrW
LWI
57.19
1.51
83.7E
L52
93.49
' "
L53
88 55
'
L54
88 76
'
L55
100.00
L58
45.8E
I «
L57
57.9E
023'
E58
132.82
L59
88.57
"
b•
\ 20,907 SF 25.0
♦\J/� C5
8 %, -le .1e
15.833 �\ ,-
60 \\ \\ �' �'+ '• ♦ ` ` 20,511 SF . �� y \ 15,043 SF \ 1 1 ► 16.386 SIF '
151000 SF \\ ���-^\ \ \\ �- fAA t W� ► _
\' ►�"n \\ 34
15,039 SF > , & \ 37 1 r 1 j �l ► !- ' - -c
. ` ^ \ �► ,� t ,� ? \ 19.879 SF _� 1�` 15.050 SF ' ' 15 022 SF
t
AV
16.448 SF _
1 \ { 3$ ] I N! 35 fl.0 ! THE RIDGE AT FOREST OAKS
f 1 - `5891ai'38' r T ..i \ � 1 `J 1 � OI I Y.c. 29. Pa 296
`� ♦ / 16 443 SF 4 163 t \ �'o� 1 , 1 18,805 SF I v 16,184 SF 1rl I 19 I ZONED PUD
`• ` , ` ' ; - _-_- _----1\ ''"'�� ,1 ► - - ___J-_____,� 1�°� 15.161 SIF ! wr
22,093 SF 1 r 64 , tg - -- ;-.r..:r-� _mot
/►� / b ,� �21,437 SF (UPLANDS) j ► -- 4J
1 EIiDAi�sl t- CID
'Ile� SF WETLANDS) -�1 � 151381 $F �---- -'• - -� 100►
41 S.W. ,0. 16,100 .
MANAGEMENT r s6a,ubw ` If 11�'�1 24,82$ SF �� .� S 12�0 �� 15.253 SF'
1.2$ Ac. �' 'J "1 ,407 SF
r' 55 1 421 SF (WEMN L.--,s-----�
ee.6 i
1 1 1 I J H 6•s
1I ! 54 t I 23.34E SF 1 ► �' /` j' % /' .861 r5F (UPLAND I ' O I
�. j 1,058 SF (UPLAN , f -; '/ / Y4 7 SF (TOTAL ! 39 _ I I I -
�� SF
ir
19,931 7 $8O SF UPLANDS I 290 SF ( ,• G / / ; //. /• "` ; _`_ 1i5,006 SF1 1 15.08E 1 115.011 1 1 _ 17 1
�. 651 SF WETLANDS L _ _ r%� I I L _ _ __ _ s L _ _ _ _ _ !"i N , 15,000 SF ►
A 1 --- N8T16'S27c N 716'S2i N8
� 79B•92•E I
�(,, N871B'S2•E 100.00' „S
,' , • ,�a SF 1 2� 83,� 1 15.000 SF I 1 _ 50j - _ _ - L Ica 6z•E
r SF (UPLANDS 17,482 SF (U DS)
4.?202 SF (WETLAND *.355 SF ( DS) L _-
i
/• / i /� i / .924 SF (WETLANDS \\ �I " 16oa0 o I 42 1 15,
ND + + k
1
I2
• + �' + 13,232 SF (UPLAS. 70 I B9 i-- - 115,000 1 t
16.15E SF TOTAL % MANA •GEM W. 1 I e �� ` L - _ - - " 5r SF I
LINE TABLE
LSO
12&77
9
L81
146.25
L82
82.36
L83
103.54
UK
103.30
'
L55
a9 81
L66
131.28
L871
67.07
LOS
39.77
'45'E
LBO
100.04
L70
S,OD
L71
OIL70
mv=
L72
39.80
'
L73
17.30
L74
118 65
'
L761
34.10
L761
10IL72
85 '
L77
155.00
N='
L78
34.10
latum
L74
65.92N6525'021
L80
48.45
'
Lai
48.40
L82
29.42
5'
L83
100.00
L84
91.33
senvagI
L85
131.58
'
Lee
30.25
ORWRIW
L87
29.60
0'08'
Lee
23.29
L89
10.28
-
L90
42.27
Nal 'S
L91
1 16.17
'
L92
10.3487
L93
13.
L94
0.07
owm-40'
L251
34.71
+ 1>� WAL-MART REAL ESTATE
•'\� BUSINESS TRUST
AJ625 ! --ZONED NO
CAROLINA POWER & UGHT CO. ' //' �1 26 + I 24 At
515, m 165 54 y \ , ' z0,8SF 1 117.03E SF s t ��
ZONED R-20 `L�: y /' I i 1 1 ' -1 16,320 SF
I t t RECREATIONAL
AREA P
16,575 SF �8D�i
' '�J431 i; , 0 WAL-MART REAL ESTATE
r,, BUSINESS TRUST
�i�,,y T' �a6.1361. Pa eM
28 \ \v / / � �r��'i^"'r rr.�r+_ .�°" • /� ry� I.y7.�r r_ � � � _ ZONED HC
dOo
%`L°, ///�\\ \\\ 15,000 SF J �9►� -��/yy�� _ do!r
ifirr„r-r }
le
\ 15.001 SF _ _ \ 22,468 SF E3E P
.y
c 48 \\ / ► ,1 .� \ .1,I 64 45 4?+w
> / c \ \ 29 , 11 Q44 SFI ••t
15,002 SF /� ` ♦ 'FOQ o I 48.6,
-'��' �` � \\,15 952 SF► ► r � 15.043 SF'8
,ai��i \ � � 22 � '� _ an•
/o '
<' 49 N \ / 1�0/ /:
15.005 SF
250, n \ �11,101
/ / p
17.137 Sr ) / / 0 1
�t /
�Q• / 5i � a" � � �� 59 \\
16.108 SF /. q�'� `• \ �\ 15.421 SF
2' 5
V+ HB7'S -' N671$•52'^E NBT18'S2'£ NB7'tC ( i
0.37 Ac. $ I s I � Sao 190.01Y � - � I
\V 1 15.000 SF 20
I 1 .0' 1 9 N87I '66 2 E EE
-, r_ _ �_- 147.44 _...�
WO \ a \ 16.390 sF ,� ---- ! - "; 'y i z� 45 ' =I 46 I ; -_- I ENTRANCE ROAD
fA WOPSTATION ��o1-oI�o�I {
115,04: sFl 15,08E sF 15.002 Sf1 1 R4BERT RUARK DR.)
I 68 I I { I$ I 1 { 115 001 SF 1 THE RIDGE AT FOREST OAKS
� � Y.C. 29. Pa 2S.
73`_ i 67 1 1 I "= 6
\ _'•- $ ,/� 16.0D5 SF1 ' 16442 SF ! L____�s ____ J L- -_3 L_-,�-_---I ZONEE�PUD 9 loo
15,074 SF
S 5E F12.0' I 122 0
17,9
ii.
An. r.. �. �fr' • r.� 6µ - r_rrrr Lam- l i4 t
164 tt r ` 1 53 �---____` - - _rJ911r_ rr rr �•�.-r--".F�a 1 15,000 SF Iaougrw%jnF CITY ��
- •, d.0'1 1 1 16.867 Sf � `' k=-..'^-r_� -- � � �, ' L - �- --�
!-'I'
75 411 r..r--•^�-- --•'rr• «,_ ....r .� } 2• N 7'i8 52"E rfORT
I 1 ` • -- i 20.0'
t N , 15.377 SF..-_ 12. -1 •I i( , F _ 1
I 17.035 SF 1 / L� Nsa 4 • -�I _�._.--_---�T 'T-- x 1 e 40.0 I
'j i
15,982 SF (UPLANDS) -" s,:w -_J �, `I 1 !�` 82 1 t �------ zi - - �� j 1_�' 1 1 3 I I 13 4 -
1 ..6aso' t 91 92 I
SF __ �7 0 I I
/ 1,053e9Ks 6WELAILDS)�o r - - �, S.W. !s>• t ; 17,591 , I $ 0 1 I o I I ` I 15.000 SF I
I MANAGEMENT 'tip°=-'� 1 `� - 15. 1 15 i I I i 218 SF 115,000 SF'I 115.08E SF 1 110,004 SF i I f _ _ _ I
0.50 Ac. ►1, ► ^�y49 1 I1 I I { l I•------� N6Tie'S2'E
15.522 SF I' I 1 1 17ai ,- I i 1 i L--- --j L-----J PrASE.
i 1 -� I J _14on9' WC. T sueDlvlsloN
I o f� !-,__.,� - ---� z 1 t31 1 1 1� J L-._._._- L._.___-.._._
1 0 44;W - + 1 �__ sanes2'w s6T,cs2•W y7,5'S2`NI I - _ - W ZONED DOwnrNG CouR
17 049 SF I N 16x 3e �" a� 1 ► 1 I 8T`&•�2 se7 is'Sz•w I _Ir _-"
1 IS.F.' .. O loam' 6 i52•E Ne7Iss2• ---_ - 69p0• loaoo (.e o I o `
86 B7'i8'S2•E `` 100r r _ " _ _ - -� 1 � 1 12 I .00_--•^-
r� g 4 1 10aow 1 I I I't0- I rn
\ I" Q ' wi~ _I ► ai --T
ses n 68�Q9a -� z'i 1`1 tZ 176312 SF I --- - - --I �-- _ - _- _ - _ -I r _ _ _ _ r 1 94 1 I 95 I 1 15,027 SF 1 rf I
7'/ r 1 t 1 0 O 1 $�
5 2. e
1\ 15.070 SF I $ I 15,000 SF 1 :
; 1 \ 19.800 SF 15aa'L _ -
15.006 SF I t 17,4:!7 SF 117 923 1 ��`z-rr- _ -sa7is z'w s67�s'sz=w - `sa7 ie s2'w I- - r1 /
>r Y I ♦%, - I I BD { kk g I SB7i6 1oa00r I I
Nin I 16.115 SF Q 4 i e ► 87 1la$ 1 I I 1 � 10,` ba 5aao� 1 11 1
o __ _ _ o
1' ON a i \ . / 705 IJ �1 15000 SF � 16,183 SF I t ►g� I O 1 [U 4 L_.____ ! I �je --1 r- � 9 � I
�.. r,t � I _.._-`snss2sr t 1$ i I I`` i 1 16,341 SF I o L- 12.0'. _`� <- .� 1 q ! j -- - I i I I I ej 1 1 15.103 SF I
-`o - 1 _ __� o :- ; �; ___--___ _• �-. . RO0,� 0 �/ l� i I I 1 0 1 (I j L_
- _ j �- -- -, 2 0 -- -•- _r.�l..-- -..+. -- 96 97
12 O- I
k 20,021 SF 1: II %_947 SF I t16,865 SF1
t 17,232 SF I 1
1 J �, 1._r� ..+, 1
L„ _ _ .�- -- --. -"'.�`_ r� ---•---I•]� �-•- • c `'� 2p ' ~--- _ _ -� I L ---- •- � 1 10 I
"85'41'06•E
rrr • ,
25.fl _ . --, AO• ►� �� �-� _ Z� --r--1 20.0 r~ 12.0' _ __'o- •� 12.0'�^ 15,183 SF 1
stcrrar 28 • r � ,�•. , r_ --' � _....� 1 �•--' _ _ I".� '--_ +►Sf�g` "_ -^_ ��' Hm7B•s2"E
MARSH CREEK SUBDIVISION I _ , ty, >;j r'`^ I� r j- ' i - f 1 1
Y.0 U. Pa s2s I 117 \ `�jp �� / �- z 1 - N x 1 h �` t52.
1 - g 112 f o �� 1 0 gA k ! 106 /,+ �6 ROAD C UND I^- _ _ _ _l w
20 n + , �- _`_' r S � / c, �\ ® Iv 15.15E 5F I � �t 20,12E 5� /� � .>, ar nTw 011eLrc)�'" I I
23,010 5F / /��� ► �► I I 1$ � 1 16.877 SF / \ 1* 1 ! • .�/ I O I ( .r
BONNET WAY TOWNHOIulES
I / / r ►1 / \ 17.023 SFI - 1 , / 1 I N ,ri PNASE alu
• , f~ 114 I 113 1 I 1 , , I , 1 .� �• -� •! 1 1 1 r- A sccnar ,
4 1 1- - -• ---- 1 , , , , • � - � � 1 15 269 SF M N u.G 10. PC, 539
1 // /' i . ' 115 ► ► 4I 15.478 SF I 25 52 W I I J , , Z r - I + I 4 a ' ZONED R-20
117.454 SF, 1 _ L - --J L- -� • / r ! N11 4
► ► ! ' J � �- � AID• By`oras-E c --�. . / � �� I 99 ! � i �I � " 7ia'Si•E
20,632 SF 1 �11 251 SF 1 ns�o'e - SyOf %P C S.W.
MANAGEMENT 18,127 SF �
17,444 SF �� �' 'C2.0' -�r- y \�►, p 4 ' % T�. y 1.04 AG.
8,33 (UPLANDS) 79
�F r 17.51E I
\ 1 9 PLAN a 4 I ' SF
_ 1 552 (U I
'33'57"W 1 '�o. 2 `,�' / 110 ! 1 / �61�SF (WETLANDS) i - j
S8� ,S f 1 { �' .yam - -.•�-- / e 1
«
• 159 30r E ! I `6 h
/ N695S �/NI s w- � w
13. �;i,� <\\ t9.191 SF �Ir ' 109 /} // 20.0' :s ^ �\\ 17,42E sF / I o. 1 r
N. I�rKj� 32.711 SFYrpay: Y/ : 7'� J 67s4• \\
\ f seanon c-e S %' \ r+M+ +rJ /' f _` _7 \�s `fie\ / M
r SMITHwLLE WOODS �� �. '9Rp \ 544 SF UP �.•/ / . r , r / / �7 All INTERSECTION RAflll SHALL BE
_- ZONE R 20 9�''� c.\\ 112.167 SF (WE f/ / ♦'' 04 6f ) 1 101 \� •\�i 24.87E SF �i 25' MEASURED FROM THE EDGE OF
l ,o
t28,536 SF 687 { V' - 1 16.620 SF `�' j PAVEMENT.
f /
4§,t 7 SF (UPLAN 9 r 15,557 SF lit
�` 2",. j A Ij7m D I IN t 5 SF (UPLAND) ° / •motor I
MARSH CREEK SU8p11A510N 1
U.a PG.256 t O zON1T R-20N, / I. Iry a SF (WETLANDS) /- `�• `/ I
t / 000. `\ 17,968 SF BONNET v� o°wNHOMEs
PHAi
R06ERi RUARK DRIVE'
.. - seenoll
'--"-- - ROAD � --�' � \•���, � F 1 Y.G 24 VC. 163
49' R\16 cnu9uW 60'14lwam LIIC) S�°8'.0 ./� \��. \N, �/ ` ZONED A-2D
\ / 28102 Sf r1t t .4}�5 ; 5 \\\
\ z 24.526 SF (UPLANDS)` 1 .fl' ._ �� �� \ `�'1t ( `
!� a 1.576 SF (WETLANDS} `'`_Ili 20.0_ - _ _ ► - 18.985 SF / / �ry� �,
m rr--'; , 1 SU
�! \�- i I I g 4 i/ \ ISSUED AND SEALED BY: MARK A. SMITH, PLS
1n o t L_ - - -- -- I- ��0 2 \ i \ NC REGISTRATION # L 334E
- �. $ ► 1S. \ / DATE: SEPTEMBER 21. 2005
��,1011, _ .:... ,.,..._. 1 IV 16 320 SF } 1 i5,008 SF I 1 16.024 SF 1 ► �v/ \
1
LINE TABLE
L96
33,12
L97
2&00
1124*40111
1 8
34.23
'
Lag
2&51
'
L100
27.19
Lla
s0.25
'
002
77.57
L103
117.49
L104
191.1E
L105
Me
L106
127. 3
L 07
751,89
08
696.87
L109
27.31
010
262.11
larfi
L111
175.05
timx3rw
L412
170.77
,
L113
?24,05
. r r
L114
388,21
'
L115
83.50
1 6
428.09
L117
350A0
L118
.52
LA,L1 a
76.38
0
135.00
12t
24.92
L122
450.68
'
23
377.2
124
075.
,
L1 5
1g2.9a
S74r
l
. rsz z6?'E
E. BRYAN ENGLISH BUILDERS. INC.
D.B. 1637, Pa 776
Y.C. 27, Pa 32
ZONED PUD
TWIN OAKS CENTEI�1 OF 51RUTHPORT, LLC.
0.9. 4. ►0.
ZONED MC
CITY OF SOUTHPORT
..\ D.8.267 Po, e9
3
74
LINE TABLE
L1261
279.83
L1271MISWAIrW
L128
104.34
1129
547.69
30
2 6.ea
133
6.00
034
130.00
Lin
9.40
L130
10D.00
L137
45.44
1 38
12,01
L139
100.00
L140
100.Op
L141
100.00
L142
100.OD
L143
100,33
+
L144
10D.87
'
115
101.45
+
L140
102.04
L147
ig2.64
L 4e
105.00NO2*43'QCW
L149
105.00
a,
U011
40.5
L165
4.37
L157181
L1501
19.74
60
.9
"
L 1
418
'
4162
$2.04
141119,001
SOUTHPORT TiDEWATEk, WINS, LLC
a9. Y.G 1u23 Pa 2424
ZONED FIG
S74 52'S7�'
1 BRUNSNICK SERVICES, INC. f BRUNSWICK SERVICES, INC.
AAGT 7 ` TR6C1 1
t
9.B It666 0 B 1164. Pa 646
ZONED HID ZONED HG
A/
EbOANCE BOAD C HWY
1" - 100'
5M1114VILLE WOODS . . r OA ke t I I I I 1
Y.C. R, P6 3s S86 56 2Q W N p \ c
ry ` 254.06' �o I 4 - -- i 1 _ __ i I 1 ► \ \ SALE' 1" 100�
i r o ! _,,a __l L_ ___-__� L__-___.___, \ \
_ 25 FT. REAR YARD SETBACK
10588'56'20"W ....,,1 , 1U \ s6 \ 300
1 I I ti . �"" ^. .-...r SEGa01� 1 `.B.nnnr• / 1 I O" I � I 1 � � � � \ .
r
54,
?OlN DATA
ZONING: R-20 RESIDENTIAL DISTRICT
�d1NIM-�IJ�A Y� Q RE UIREMENB�
AREA - 15,000 SQ. FT.
LOT WIDTH - 100 FT. (AT SETBACK LINE)
FRONT YARD - 40 Ff.
CORNER SIDE YARD - 20 F7
SIDE YARD - 12 1~T.
REAR YARD - 25 FT.
MAXIMUM HEIGHT - 40 FT.
NOTE: MINIMUM DIMENSIONS OF ANY LOT FRONTAGE CAN BE NO
LESS THAN SEVENTY-FIVE (75) FEET, OR AN AVERAGE LOT
DEPTH OF LESS THAN ONE HUNDRED (100) FEET. LOTS
LOCATED ON THE TURNING CIRCLE OF A CUL-DE-SAC MAY
HAVE INDIVIDUAL MINIMUM FRONTAGES OF FORTY (40) FEET.
CELANQ KM QM
1. TAX PARCEL ID it 22100028
DEED BOOK 315. PAGE 29
SMITHALLE TOWNSHIP, BRUNSWICK COUNTY
SOUTHPORT, NORTH CAROLINA
2. TOTAL ACREAGE OF TRACT. 67.40f ACRES
3. TRACT LOCATED IN ZONE C ACCORDING TO F.E.M.A FIRM MAP
COMMUNITY -PANEL NUMBER 370028 001 C & 370028 0003 C.
MAPS REVISED DECEMBER 16, 1985.
4. TOTAL NUMBER OF PROPOSED LOTS: 121 SINGLE FAMILY
5. A SINGLE FAMILY RESIDENCE CONTAINS APPROXIMATELY 3
BEDROOMS.
AMA MEMMAUM
RECREATIONAL AREA - 2.22 UPLAND ACRES
AREA WAN ROW - 12.63 ACRES
REMAINING OPEN AREA (NON RESIDENTIAL) - 4.98 ACRES
AVG. LOT SIZE - 0.39 ACRES (17.125 SF)
SMALLEST LOT SIZE - 0.34 ACRES (15.000 SF)
6. ALL OPEN SPACE AND RECREATION AREA TO BE DEDICATED TO
AND MAINTAINED BY THE OSPREY LANDING HOME OWNERS
ASSOCIATION FOR PUBLIC USE.
7. 404 WETLANDS - 3.82 ACRES
8. ALL LOTS ALONG THE RIGHT OF WAY OF ALL STREETS ARE
SUBJECT TO A 10' UTILITY EASEMENT.
�1STREETS SHALL BE PUBLIC.
2. ALL STREETS SHALL BE BUILT TO NCDOT MINIMUM STANDARDS.
3. AREA WITHIN STREET RIGHT OF WAY - 12.63 Ac.
4. CONNECTIVITY RATIO - 29/21 - 1.4
LMLMES
1 PROVIDED BY THE CITY OF SOUTHPORT.
2. SANITARY SEWER PROVIDED BY THE CITY OF SOUTHPORT.
3. STREET LIGHTS WILL BE PROVIDED.
4. ALL UTILITY EASEMENTS ARE TO BE NO LESS THAN TEN (10)
FEET.
REQUIRED RECREATION AREA - 121 UNITS X 1/57 - 2.12 Ac.
PROVIDED RECREATION AREA - 2.22 Ac, (92.487 SF)
(96,820 SF)
1

A— _. i..�� l,il�..i. }1Liu. i....'�'.1 .t.. .��—� _—_,. �..s.. -� i i
M �
W0
W
0
I
I\
3�
\ i
25 •.R
� r
I
OpLp0N
\ GRAPHIC SCALE
`200
mmmmmmd
jj�._ — 34 = SCALE: 1 "=50'
-----33
p \ ` r
�M1T� o.e. pa
,� pc s33 R�W� 3 -30- ` r3.i0
8 It 1
EXISTING SSMH
(PER CITY OF SOUTHPORT
AS -BUILT DRAWINGS)
RIM=25.90
INV.=21.86
/ ' 4f '
// ✓ / 25 OQ I i
� � I 35
I 1 19 I 1
NLn
23
R (PUBLIC I $ I I I I
g
el cj)
27 111
117
7 All
1
SEE SHEET 4.2
— -- - --2E-`
_
_ -- -- �- -� �--24-
Tr
W
127.i3' i / €�.B. 2 W33 N 388:'
tirsr
im
PROPOSED SWALE #1 (SEE DETAIL)--
O
0�0
N
a
QZ
gro
d W OU
_jQ�Ix
._J = Q O
LLj Z
o � oz
�o
z
z
MG
U
NN�
:
.404
CN
a cv/30t—
z
'b U CN
o °GIN
A Gti �
�W
� a
rrW � V
vwVa
c�
x
p�V3
A Z
O
�7 E-I a
p�
55
.���'�'lt) It 11 IIbIIII
SSio � r
L
w r
r
`cNGIN��4`
.
C-4. 1
PEI Joe#: 06110.PE
,�
''��Rf'.,
' •� �,:
o' is
f � ��
, � L
i,,y'•.t i !.
.T4. �'r. _'-:l,i ....e: ..
1 t s 1 �a .,
i' i+,�= fps k r� .4 i� :t,� � s�o5 �_�' s•,.
:.. [. .1'.t. ti7. S...5a1 1 3tL. ik.�Lsi'�.�.•n...... .l..,1.,L-. ,-,!.

LR
m
SEE TOP RIGHT
1
1 �
1
I
1 � \
SEE SHEET 4.1
b
I 1
� f
4 � �
SEE BOTTOM LEFT
�I
i
Z6 :3A 7�
s�o �
r
f�
i
1 1
1
}1
- - LO
m
PRO.�ECT STAB
PRELIMINARY PLAT
CLIENT II�°RMA1,o:
►` H°•r'
CONCEPWAL LAYOUT:
PIELAfMYLAYOUT:
04/20/C*D��y,��+����yy
GRADING AND DRAINAGE
A
tvo m��
FOR COPMT.
PLAN
_
E IV G 1 !J E E Q 1 N G. F N C
BILL CLARK
DR6)MNG NE92M0 N
_
o
OSPREY LANDING (PHASE I)
,
"�� Q
G.. - �°�.4
DATE o7f 1o/OB
�.
TOWNSHIP BRUNSWCK COUNTY
5911 Oleander Drive, Suite 201
Wilmington, North Carolina 28403
HOMES
430 EASTWOOD ROAD
N
.,�
`"`°�� �"�'
F
D Toc
Dw►W �
SOUTHPORT NORTH CAROLINA
a
[phone] (0) [phone] (F')
WILMINGTON, NORTH CAROLINA 28403
..
CHECKED: TGC

'4J
FINAL DESIGN - NOT FOR CONSTRUCTION
JNI�
i
—17— —
-2fi_ — f y
f
>f �
j
o
m
,IL•"°°""`f=,¢,
.`�`' '' �. �
•
* � D
f'� p
pRELEASED
fQ� �� � I
-& �' -
z'�A � �o
� � a �. c
•, C ,� ,�
'•.,,F�
'a4bltl1i91i440�S
/I
PROJECT STATUS
PfaU 'NI►L LAYOUT.
PREUIYIARY UYaOE�T 04/20/06
FINAL. DESIGN:
FOR
GRADING AND DRAINAGE PLAN
OSPREY LANDING �pHASE
l�
SMITHV= TOWNSHIP BRUNSWICK COUNTY
SOUTHPORT, NORTH CAROLINA
c�.11=►�r INFORMATION:
B LL CLARK
HOMES
430 EASTWOOD ROAD
WILMINGTON, NORTH CAROLINA 28403
REVISIONS:
j� OTJNT
AM
E n N E E A N s N
5911 Oleander Drive, Suite 201
Wilmington, North Carolina 28403
(910} 791-6707 (0) (910) 791-G7G0 (�
DRAIMNG INFORMATION
°",�: °'f'° v
SCAM , - so'
DESIGNED:- �cc
DESIGN
��: c
L tMCKED: TOC

LLN3 -. } I .� ���' � � _� _. � .f .'Li.-ii } i }� $_'� �'j f•
M � L•Y.'_.�it ��Ei _�.51'
IN, '*Eft
\ tom• now, sona
0+40
25
2 \ `1 / _ �• Ali
1SEt
f�' 1 DA--15 '� +►.
7) 0.93 ACRES I 1 0.34 ACRES-
r C=0.60 `
33
0.48 ACRES
_ \ 3d C=0.60
~ � DA-10
0.24. ACRES
Call
nm
` \ 4� r ,
�� 1 DX-25
r (b 2 0.37 ACRES '
C =0.60 J
f /
/
r� '1
000
�- -
ol 1
0.15 ACRESS'' '
i =0.60, / �: !
'000
III
` r �
DA-19�-
_ -- -0.66 ACRES22
28
, J
GRAPHIC SCALE
8
SCALE: 1 "=50'
r
jo
— a4
\ J1
30 '
3 \\ 1 l
f ,Umoos MEMO
0. .3 0 fiOES
r
0,38 oj5
moos Sol
2� _ _ , DA-21 _. �-- - - I \ I /1 ..1 I t
oot_ _ DA-28 - - - f 0.14 ACRES -- t
~0.11 ACRES C=0.60
y C=0.60 t
' DA-29 , 1 l \ tl1 1
DA-22
0.43 ACRES 1 10.49 ACRES
c=0.60 , C-0.601 (7� �n 1 �4 0) wools*
r _
SEE SHEET 4.5 2 it 1
29
w
M
g
N
QZ
W U
.a.J
O �
Vl02
=aQ
m WZ
o z
,d �O
ca
o z
z
�i
M
U� o
z NNr—
o Cn
: aj 0 �
Uc
0.-A
0
w V
C/a
z � 0
h-� r
cn �+
W A -H
C� 0
L0
cry
0
Au0Clio
35
SE -(1k 0 aR0
ess
IN
C-4*4
LPE1 J08 f: 05110.PE

�A
k
I
k f ' 1 `•
I
DA-42
0.32 ACF
C=0.6c
1 '
...�,, . M
0.60 ACRES
Cm0.60
GRAPHIC SCALE
0
SCALE: 1 "=50'
am~ Mazza
���
x DA-39 39
0.18 ACRES
C=0.60
31 �` / rm ,,�,r■ ,,,ram,■ r�r
o Mon --- •--a am --a �
i DA-36- -
--�---- 0.20 ACRES 36
P-0.60
Aj
i
DA-43
0.22 ACRES N
C=0.60 k
% Mazza � � ran Moo i} Mama Mar Mason .ww \ J
r
DA-41• FDA-31 22
�0.09 ACRES DA-33 0.60 ACRESY411-3
C=0.7 f 0.40 ACRES
/ C=0.6o - _ - �c o 6O
gZ
1 6z
.06 ACRES 2> ...wommo,r
w
-r^offmom/
f DA-37I
0,03 ACRES—, ` J " �M Oman
C=0.81 29 � �
ez r LZ -7� UT
38 ' J ' f r 0.32 ACRES
0.06 ACRES 37 /' f /0.48 ACRES � C=0.60
C=0 8 , , • C=0.60 rrn
POT,
,
r� +tea
meansmeans�waaa■ tams err
J k
� � k
f
DA-47
0.62 ACRES,.
C-0.60 ,
i/
� � f
r ter orna n r� �A '
am&
1 f
GRAPHIC SCALE
0 2s 50 0� O
SCALE: 1 "=50'
0e(x�o`4�
Z
0
lonool
u
Z
0
u
x
0
w
f0000f
0
Z
fn-
00
C4
O 4
aJ
�ir
J Ld
J = a0
WZ
m
K3
0
� Z_
0
z
— J
Z
z
w
J
U
N(V O
" ON
x
�
C
wZo
W OQ
z o r
ON
Ln o
W
i
O�
P �o
W �
"' U
zzoo
U� o�
Zr'r"
U x
Io
�C/)
QUou�
}
SEAL
O
= EAL -
9
C-4.5
PEI JOB#; 06110-PE
-j - -__ � T .� q.- r.r- ♦
T"I
r '7-77T�r� 1'• -�-�^-s T.TT T•-r -

1}
...,..... .�.; ... ,..... 3..Z:.:.r........1
NEW% /71
rrrw (JS
000/0
0400 010
OA
<--
00,00 N/ 1 / i, i DA-4 I 1 `' L
i/ \ I DA-10 ` 1
i y / 0.48 ACRES DA-S 0.24 ACRES I
C=0.60 0.70 ACRES C-0.69
`� 0.57 ACRES / f ` - - - !` T_ _ 0.93 ACRES \
f f �� t C-0.60 \ -;t-- -- - - __ _- -1 __ C=0.60
mQ
f , ` t. j �� err �w�t �r� �wrM �� rw�w�� ►I UGiL.i4sJ \` ~~
»��
ir
—27
CIV
41R A TI ON 20.00
4 ` - .- ' I , DA-5 0.73 ACRES , I .r 1 \
BAIN 1 / .� % C \ _ �- / 7� 0.31 ACRES C=O.fi0 i 3 ; \ • DA-C �� D
P C/ CN
D 6c
%
DA-3AV
0
,� \ ` .60 ACRES ,\
2z �
I , A-13
\ C=0.60 \ !
N. 40.17 ACRES j� \
i
Y
0
H
u
VJ
GRAPHIC SCALE
100 — 00 0
SCALE: 1 "- 50' mmmmmw u
P4
0
r4
F-1
0
V
H
%k r4 "". (aj Aa 5 *#C - 4,7
yrs1 y &,, ev7 fpc H
U H W7- 4
M
00
N
Z
QZ
WO
J W 0U
o
,,a
_j = Q O
WZ
m
F MO
d' F.
o z
z
z
z
w
c�
�. M
u
v �
A0CN
a
_ t4 ,--.
V�
o
x
W 'b Z��
W *�� a
©
�
o
° L
0
W �
vI
�o
V
pu0��
`�A�,y,��yy11i1111fPf fI
w
"•., � �'GI Nth" G4,'`ti
L1��'
i uy
C-4*6
PEI JOB#'. 0611OYE -i
+1i`.a •�_Y ��'S'k'i '- �r�?=� li-, :.�r 1Y� .. !. �.. r ..'1`.4. �['Si`l
.r r

I- -
1,kr1%
40 S3-
\ ._ \ � � yr- �� ,� - � - �` > `.S1_,--' •_..
20. 1 I rw .- r_--• __• _ �_-g1 2`� � i�- � �`-e �Y�1iI-%.1 .SO-•-w y
34
1 \ ♦ ,49 4 \
fJ
�l7 1�\++ Ey y `, \ \a \� ` \ \\ J� ff! t\ I ¢ ♦ / / ` �I 'r' '�� -f \I� 4`_ M
35,
f /( , , # 1 ` -`,. I \\ fii7 \` rrr /J, ( ,` \\ .\` f!/ JJ+` ! ' \\ �``` -\\ , /( 2 -..�-.
IF
/A� }
( ( DA-1 - J — f GG JI 1 11 I \ r'.\\ -!t 1 16 go � \1
.'; , �Q ,,`\, 31.64 AC. �♦ ' / i lr t\' � � \\ }` ' J 20 1
-_pry r V 1 w w r `sty r �` 't \ J
^ \. \ 1$ �'�, �A � `�• � � , `\ , .yam �%' G`
,' JJ �,.` ' ^��.��\``_ ,/ \ `. / f �r (�J ';� \ -� 5� ♦ t { �� \ tr •� i r -�-� r � JI i y
,r J `•. `� .-�� ' _.. '- _ _.,� ,1 `, ` ..� : ; �. � h ^wl � � j 38
� ( !` \` r'~ ! rrrr � i y T7 ��. -•.�J� I, r: � f - !%� t + ''�-��`` r 19 1 I
_ �
�`� - ` ♦ \\ 6fi ._ - 18
4.
11
L 55 r 11! \1tt 11
39 40�`
IN
.26IPA
- / / ,.-� � �- - iEf' -� � -. /-N,�11`-SEi�'�'I,�-•'' I � rr' rr b ,.�\ � \ �\ _ ` _i_ i---- - '- l
y'"-_ffIs
`%`;.3.,i; �__�'w•= I,ts, r \ - r�r i� /-_^ -- 7E} I 6 ter/ i 1 1 \ ,\ t\\ \ \\\\\ I l I +( o
�If 1AE' .- �' r ! , + FILTR �I
to- ,%�.1-•-•, , J • / y �; _ / ,'// �`r , J ;� � � � � � f r �f'� `�—�� \\ ! \ BIF
AS!
f
11
I
I
t�
f
1
� r' ' ✓' � f / s:. ,'t� \. 'G �•1G2'a • I °. / / /f ;t r � � k sj \ , \ \` \ \ `\ f � 1 ' N i
ENTRANCE ROAD
ROPOSEij I�\ ♦,
-714� :/ �„/+�r� '( Pli STA-" ja' V ,, {/ Jir , ; 68 S' L� 1 `.\�\ \\,, ,\ ,` .__- \ a I �l , 1I% ROBERT RUARK DR.
100,
i•r/'- .� rrr � f.� './�,i � // / J; r fY /' ri / '\ 4�.••f�, _t i i/ yi � 1 \1 � _ ♦ � � \\; \\ \\ �\
I •�,�r.9
r•: / �--;1'y ♦ / ' r. .� / .- �f t J r r ,>� ;,-� \ `j % `\ 3' , �\ \ \,\`\ \ ' to � , E ^ n`t
�/-J,�.rl u�! !r l \ �'�c_F..�-_L_�_..�_ .�. \
.. r
/ /, %• + 1 + J I rFIC
! �' - ` y it `k _.
WA-4♦` w ,� �� ��c,\ `� 1�!! .w - �11j I �\
f /�I �'�.� • -- ' f !�I /f Al/ �. - 1 1 /;.., / --I ' 405 AC. k ' 1 , \� \`` \ ; i Ill
' /r/ 1 f 1 J J 1 / f t \ / ..� \ , `13 ��+Ifl l !
f t 1 1 l J \ ,\ ` \ "1/ r
f f` �. a� + ryf `��. w 1 f f $3 JJ ' JJ (14I J k 1 �`\ `� �. \ ++ fi \
r � � J' (.V
' r, J / y ' , may- J ( , J ■ l I , I ._ ,.r
IF MP
/r - t/ ♦r _ + ���-1 ' i J J` �J ■ G` f l k �iQ ��\ �� 11 i t �_ _.
J•�. t 1 J -ILTRA \` ' ' ! !' i \\ - ' w \ \'.ti�----_-- E it 1 i1C1ki:VlJfk! CG_, ram,~. .
{I -- +- -__ _I ----- SIN r �/y�r /�/ , �� �t r t �,rr
J — J y4(„/ .`iL. \ I !n� r11r..�
f !J � �I k
wk
r•Oak" ce -1g go
f r'...•/'�- .. _ // y, \ i / I T + r Iwr- � 1. r�c�� � -31- - - � � -_ "` � S
� � `\ � r G\r '�I t ��,�.--'_�._'•�>"�.~�- 1` 1 \ ��
%q {l{ p
V ' i� 7 k _ moo,
Meow ' I }�wMwItr I '
7 as soma few 4-
r \``'All
/ riIm am
10
1C18 `ll JJ 10� 10E
�
1104j 113
I
110,
1100 AI,
�.
II I
J
,wCA�l9��
ROutL t] &UA K URiVt `w `` \ • / / /
-- x�
1 ,
--- f t r + f \' \\ ,
i � Ias
--
1�
�`q (i
_ \
` �-�ASINW A-3
47 AC.
/. / / ,,l��/. J \ J \ r yam, • j 1
C! YyL1-LANt]y
I \
b2
` 1 \
\_
r �\
Fr �,II
,�.y r�rrrr rrrr �'^�,�M1 `� _.\�- ,l'I G�) •'S �X.
I� Two+. '`.,-��-•-.:_.,\ ` CG/• �n{i C'1
ENTRANCE ROAD (SEC HWY 2n)
SCALE: 1 " _ 100'
0 50 100 200 3 0
M
N
©a
4Z
i ��
•a•J W 00
O �W
-
J = QO
WZ
m
0 O
a �1
Z
z
h
u C7
: IND
N
N
�1
z
A
W
W Cj
x 1
O �
a Gti rw
W
•' r
V
U
0
1""'4
C� a
�o
�
tn
Q o E� °
all
D ,191
SEA 1,�11+`ettlen��R��
4 �
y
eE
y
C-4.7
LPEI JOB#-. 06110•PE
.— _ .. ._ _.-- 'zi!^-., �]?.-_f,l
1
�Pr
_1_ _.T
'
s•i f:f ��; :' T}
..��,,,r. r.•f-r r — �T? Z -'i` c-I� r� - Y _ �T�, _�Zzl ;'�� Tr �.T
� •• - '; �� •f ��� 'n�1'. ,,�
_,FI17
' ii�r_..-r
.'�',fi '!��
r
�'�. 5,••'1 i
,. ,f. , ,J
,l
ti r1 '4-s- 1!,}a rti f3'::.$�i 1ji rllk Y Nsr rl 1 Irl 7 rJ,, /,.
.;�'.
!,
Cr
l,i,WIA 1.
ll.kj,i JE�i1SC'�1>r .._�-_. '') 4i �>•r,..

10'
50 FT R/W
10'
5' 3'
S2' 24'
2` 11'
unuTy
EASEMENT
EASEMENT
SLOPES3s 1
1 /4' PER FT 1 /4' PER FT
0
1 /2" PER FT
SLOPES- 3:1
SIDEWALK
MODIFIED VALLEY CURB
72--SF9.5A SURFACE
8" STONE
025.08 BASE
UNDER CURBING
TYPICAL ROAD CROSS SECTION
NOT TO SCALE
GRADES VARY. SEE
GRADING
PLAN FOR EXACT ELEVATIONS
(TYP.)
4'
SL PES
80 FT
12'
12'
4'
L2"-SF18..5A SURFACE
W-825.08. BASE
TYPICAL CROSS SECTION -ROAD K
NOT TO SCALE
GRADES VARY. SEE GRADING
PLAN FOR EXACT ELEVATIONS
(TY'•)
TYPICAL STREET INTERSECTION
NOT TO 9M
WIDTH VARIES
SEE PLAN
SEED & MULCH AFTER
DIGGING DITCH -- SEE
NOTE BELOW
y I VARIES I
1. SIDESLOPE VARIES. SEE PLAN FOR PROPOSED CONTOURS
2. DITCH TO BE FULLY LINED WITH EROSION CONTROL BLANKETS PRIOR
TO SEEDING & MULCHING FROM TOP OF BANK TO TOP OF BANK.
3. SWALES TO HAVE A MAXIMUM SLOPE OF 3:1
?ALcuLA TmAi§ ....j .
_.,_ .....-
RUNOFF r CHANNEL
SWALE # Ad I C Qderlan Length Inv In Inv Out S d A. P R VaatuM I Qa.w.l
I !A\ I /AN I /A/A\ I fR\ I fcfl I fB! I MI I ffncl I frill
TYPICAL SWALE
SLOPES
to Caoacity? Lining Reauired?
cu
I ORss
MAUNA
If it OR I
H01mu
NOT TO SCALE
r-Ir
t'-w
i r
MODIFIED VALLEY CURB
NOTTO SCALE
AGGREGATE BASE
JRSE lNM CURB.
SF 9.5A SURFACE
' B25A BASE
'Avav�`�a v �v�v�•�. .v�.`��: ­--100X ASTM 0598 TO
TYPICAL PAVEMENT SECTION12" DEPTH
CLASS '0k"
CLASS
Ir IIOR S
OP40 J.
CLASS "C"
BEDDING DETAILS
NOT TO SCALE
CLASS "B"
CLASS "D"
USE ON FLAT ' ADES Z
AND 1UNDER
3 3
DEPRESSED
GUTTER LINE
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
GUTTER
LINE USE ON GRADES
12" MAX �QnEPRESSED
GUTTER LINE
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
>y
m G
+
D =
.1
USIDE ELEVATION
WHERE 4r TO W PIPE IS USED.
SECTION M—M
o
NOTE: USE TYPE "E", "Fit AND "Go' GRATE c a }
M p UNLESS OTHERWISE NOTED.
h
2!1
Wgfiii
r ,Erg _ _ g� $
�T SECTION - MM
���� SECTION - LL a�fA
Ell
$ M
A I
ALIGN FRAME WITH INSIDE ��g '+ w
Oop ' RE
EDGE OF WALL TO ALLOWz JFOR VFRTIM ADJUSTMENT��HALL f1EGTSGX e
SECTION - BS r
SECTION - PP SECTION - NN
PLAN x
O tS1�ca fRA#E,OHATt, a HOOD ASStY
m
N
n 2'-Om Rn x Vr
I p
w
z Z
Z n R a a IpJ—
01
R 10 R
w
IC L Y IL- N
fA SE:CT:ON - AA
to
O R R a s
L a
1zl 'I FRAME PLAN SECTION - JJ co
1N {I p NLu
—T e O
01�11 . n I 1don
to
U�n' M
SEOTI)N - KK �n
EET t OF Y R �•�•:� SHEET i OF 2
840 O3 HDOD ELEVATION SECTION - RR 1840.03
vmmm
rr....1... a ■ trw
I.I1:� rrl rr rlr r ■ 1 rrr
�wRwawE.r�w
PLAN
.._ ...ET
SECTION Y— Y
VIEW WHEN 8"x 8" CURB
IS USED IN PLACE OF HOOD
in �E"—" -1
BARS #8 BARS "W"
'
»»
BSSEC�TION R—R
3J»4 a BARS "U" - I•-•-5»
F .
r
SECTION S—S
iV
+
x D E
- .., ".A L
END ELEVATION
WHERE 3W TO 38" PIPE IS USED
SECTION J—J
OFCK
CUI
PLAN
PLAN
===©
c= f=
C= f=
PLAN
CURB AND GUTTER
WITH CATCH BASIN ON STEEP GRADES
BARS "V"
E ALLY SPACED
3" s'
S 1.5"
R'
i5 E
PLAN OF TOP SLAB
NOTES:
- MORTAR JOINTS 1/2". 1/8" THICK.
- CLASS "B" CONCRETE TO BE USED,
- THE POURING OF FLOOR SLAB TO 8E
ACCOMPLISHED BY FORMING.
- USE TYPE "E" GRATE, PER STD. NO. 840.03
- JUMBO BRICK WILL BE PERMITTED. CONRETE
BRICK OR C SOUD CONCRETE BLOCKS MAY BE
USED IN LIEU OF CLAY BRICK.
- IF REINFORCED CONCRETE PIPE IS SET IN
BASE SLAB OF BOX, MIN. OF 8" CONCRETE
SHALL BE PROVIDED UNDER PIPE
- FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL.
OVER 8'-0" IN HEIGHT USE 12» WALL TO
8'-10" FROM TOP OF WALL. AND 8" WALL FOR THE
REMAI.4INO 8'-0".
cq
fool'o-ouzz
l
IN
CL
C7.1
0
P�
$» B »
D INV.
TSEEPLAN
o
SECTION X—X
v
m
P�
$» B »
D INV.
TSEEPLAN
o
SECTION X—X
v
m
DETAIL SHOWING TYPES OF ORATES
USE ACCORDING TO WATER FLOW.
29,4"
is
r-V
a
� r
?prly.
TYPE n0" TYPE "E" TYPE f1F,,
-I-
A IT lie
1h"
IRISH J
�' O
a ci�
—w WATER FLOW SAO—WATER FLOW
tic 8
�i
_ - _ _ - -- _ _ Y Y-
— — — — — — — — — — — — — — — — — — — — — — — -
SECTION 0-8
+r
m•-------------------------•--------_-
z
—� WATER FLOW — -SAG ---- WATER FLOW --
2
a H
g p
w
SECTION A -A
=
O w
x
O m
TYPE "F" TYPE "E" TYPE list/
TYPE --E
C
-i
"'t y
RAISEDFLOW ARROW � 2 "�
RAISED HFLOW ARROW II
l
O O ;fa HIGH 244to
o
a o
O
11T
, hot f,• �
T.
I... �i V7
(� t�
x II
0
p n n 1} 2'r
.9
Lsl q 1 n �O / � j
uj
1441f SECTION A -A
hot
i----�—} ` of
TYPE - F
.;.YPE 0►I SECTION A -A
-
EET 2 OF 2
EE Q Z
840003
FS-40-.-0-31
T
0
F
o:
0
r
w
u Q
,r �0Q
a � �p
o�
� f
t•-H
i u, o
u
C/)
o�
W
A o
I� A V �
o
bo
V �t
o 0eg
owo
gs g
SEAL.1\y\`LNt+ 1liilp�E`I
JO J , �✓"✓,+ram
r Y�
M
PEI JOB#: 06110.PE
rs'' •��m I */'r+ T 1 Il r,f �'!R"vyrT
S I • * ��/,� f.�r��tly�i'1 �.141:
Irt
f
rs'' •��m I */'r+ T 1 Il r,f �'!R"vyrT
S I • * ��/,� f.�r��tly�i'1 �.141:
Irt
f

1.5" STORM = 21.17
PVC SEDIMENT MEASURING DEVICE
SHWT ELEVATION 14.00
TOP OF DAM = 24.00
SEDIMENT CLEMING ELEVATION 18.00
ELEVATION 16.00
4" CLEAN SAND -/
INFILTRATION RATE = 20.2 INCHES PER HOUR
INFILTRATION BASIN #1 SECTION
NOT TO SCALE
3 3 z4
�1 lr
30'
CLASS 8 STONE SECTION
EMERGENCY SPILLWAY
w
STORMWATER NOTES:
1. TOTAL SITE AREA = ±64.13 AC
2. DISTURBED AREA = 1,378,238 SF (31.64 AC)
3. ACTUAL IMPERVIOUS DRAINAGE AREA FOR POND = 701,751 SF (50.97)
4. 404 WETLANDS ARE PRESENT ON THE SUBJECT SITE, DETERMINATION BY iJSACOE ON NOV 22, 2005.
5. ALL PROPOSED RESIDENCES SHALL DIVERT ROOF DRAINAGE TO STREET Wok GUTTERS,
LEADERS AND UNDERGROUND SCHEDULE 40 PVC CONDUIT, IF NECESSARY.
6. SOIL TYPE = MANDARIN SOILS
3.0" STORM = 26.89
` PVC SEDIMENT MEASURING DEVICE
SHWT ELEVATION 21.50
\p
TOP OF DAM = 27.50
SEDIMENT CL ING ELEVATION 24.50
ELEVATION 23.50
4" CLEAN SAND J
INFILTRATION RATE = 18.0 INCHES PER HOUR
INFILTRATION BASIN #3 SECTION
NOT TO SCALE
4.5" STORM = 25.56
PVC SEDIMENT MEASURING DEVICE
SHWT ELEVATION 21.00
SEDIMENT
ELEVA
TOP OF DAM = 27.00
NG ELEVATION 24.00
)N 23.00
4" CLEAN SAND J
INFILTRATION RATE = 20.2 INCHES PER HOUR
INFILTRATION BASIN #2 SECTION
NOT TO SCALE
CLASS a STONE --f SECTION
EMERGENCY SPILLWAY
Not to Scale
STORMWATER NOTES:
1. TOTAL SITE AREA = ±64.13 AC
2. DISTURBED AREA = 229,561 SF (5.27 AC)
3. ACTUAL IMPERVIOUS DRAINAGE AREA FOR POND = 76,665 SF (33.40y)
4, 404 WETLANDS ARE PRESENT ON THE SUBJECT SITE, DETERMINATION BY USACOE ON NOV 22, 2005.
5. ALL PROPOSED RESIDENCES SHALL DIVERT ROOF DRAINAGE TO STREET VIA GUTTERS,
LEADERS AND UNDERGROUND SCHEDULE 40 PVC CONDUIT, IF NECESSARY.
6. SOIL TYPE = MANDARIN SOILS
4.5" STORM = 25.96
\ PVC SEDIMENT MEASURING DEVICE
SHWT ELEVATION 22.00
TOP OF DAM = 23.00
SEDIMENT CL ING ELEVATION 25.00
ELEVATION 24.00
4" CLEAN SAND .-f
INFILTRATION RATE = 18.0 INCHES PER HOUR
INFILTRATION BASIN #4 SECTION
NOT TO SCALE
27.50 3
�1 1-
2
15'
CLASS 8 STONE SECTION CLASS 8 STONE
SECTION
EMERGENCY SPILLWAY
Not to Scale
STORMWATER NOTES:
1. TOTAL SITE AREA = ±64.13 AC
2. DISTURBED AREA = 952,657 SF (21.87 AC)
3. ACTUAL IMPERVIOUS DRAINAGE AREA FOR POND = 309,711 SF (32.5090j�,
4. 404 WETLANDS ARE PRESENT ON THE SUBJECT SITE, DETERMINATION BY USACOE ON NOV 22, 2005.
5. ALL PROPOSED RESIDENCES SHALL DIVERT ROOF DRAINAGE TO STREET VIA GUTTERS,
LEADERS AND UNDERGROUND SCHEDULE 40 PVC CONDUIT, IF NECESSARY.
6. SOIL TYPE = MANDARIN SOILS
EMERGENCY SPILLWAY
Not to Scale
STORMWATER NOTES:
1. TOTAL SITE AREA = ±64.13 AC
2. DISTURBED AREA = 176,418 SF (4.05 AC)
3. ACTUAL IMPERVIOUS DRAINAGE AREA FOR POND = 41,382 SF (23.507)
4. 404 WETLANDS ARE PRESENT ON THE SUBJECT SITE, DETERMINATION BY USACOE ON NOV 22, 2005.
5. ALL PROPOSED RESIDENCES SHALL DIVERT ROOF DRAINAGE TO STREET VIA GUTTERS,
LEADERS AND UNDERGROUND SCHEDULE 40 PVC CONDUIT, IF NECESSARY.
6. SOIL TYPE = MANDARIN SOILS
rr
Z
0
F
0
z
c�
M
x h1
n C
r .?UV.4
ate.1
06
u 4 z �..
W 0 �o
�
s ,
a °
- 4 . 0~
cr
i a^
W
W
P4 I
0
0z
V�
V0
0 P. �D
Hin04O
0
C/) Iq (/)
s�
g
SEa ,•��fff«,f�►���,.,,.
FESS/p
�Q)
r
w,
�i� ji�r w«...►� +r
,',�r�rN/lllC1�1 f1 1ti�ff\
C-7,92
PEI JOBtf: 06110.PE
,.. _i" r
.r ' � - i •. , n- , a, `err±.::W
r i{•' r , r �•-t r 'ti�� �'°,nf�r'
�1 ��'r�j,�!
i�a':' tl��•���1^�.::r+.•r;��;r^ri+�'

III
Storm Sewer Computation Sheet
-7T
'F)ROjEC-r:[-------' . ..... 0 - spr'-6y Landing Phase
South NC
Structure Drainage "A" x loco$ Velocity. Invert Elev Rim Material
----------
"W' (fps) Elev
(acres)
4)
0 4)
C
w 0 0 E
0 E r- C 0 LL
E
ru 0 16.1 " z;` U.
a 0
0 0 0 CL
C o
imCL 0 0
CL LL 0
> ro
L Aj At C AxC I Q d of Vf Up Lo S
Q 13#33 CB 27.00 0.40 0.40 0.500 azno
00.200 7.67 1.53 15 3.94 3.21 20.72 20-62 0.004 26.21 RCP-CL Ill
QBOU��' 146.70 0.48 0.88 0.500 .0.440 7.67 3.37 15 3.55 2.89 20.62 20.18 0,003 25.3t
.21 RCP-CL Ill0.300 0.300 7.67 2.30 15 3.91 3,18 20.28 20.18 0.004 RCP-CL Ill
CB#31, CB#30-� 27.50 0.60 0.60 0.500
CBOQ: C]3# 66.20 0.32 1.80 0.500 0.160 0.900 7.67 6.90 24 12.47 3.97 �0. 18 19.98 0.003 25.31 RCP-CL Ill
:L
CB#2.-.9 CB#28,;".' 28.00 0.43 2.23 0.500 0.215 1.115 7.67 8.55 24 13.56 4,31 19-98 19.88 0.004 25.48 RCP-CL Ill
2.34 0.500 7.67 8.97 RCP-CL Ill
7C'B#28�- CB#2-7 52.00 0.11 0.055 1.170 24 12.18 3.88 19.88 19.73 0.003 25.44 RCP
"Q!3#27; CB#26' 194.00 1.22 3.56 0.500 0.610 1.780 7.67 13.65 30 22.49 4.58 19.73 19.15 0.003 25.70 RCP-CL Ill
C5 27.00 0.41 0.41 0.500 7.67 15 3.94 19.25 19.15 0.004 RCP-CL Ill
#2 W.,
0.205 0.205 1.57 3.21 26.71 RCP
120-50 0.37 CB#23` 4.34 0.500 0.185 2.170 7.67 16.64 30 22.17 4.52 19.16 18-80 0.003 26.71 RCP-CL Ill
27.00 0.12 0.12 0.500 0.060 0.060 7.67 0,46 15 3.94 3.21 18.90 18.80 0.004 27.34 RCP-CL Ill
10.
RCP-CL Ill
181.00 0.15 4.61 0.500
0.075 2.305 7.67 17.68 30 23.68 4.82 18.80 18.20 0.003 27.34 RCP
RCP-CL Ill
0.004 RCP
�,`,Q BQ1 27.00 0.49 0.49 0.500 0.245 0.245 7.67 1.88 15 3.94 3.21 21.15 21.05 25.36
70.30 0.14 0.63 1 0.500 0.070 0.315 1 7.67 2,42 15 3.54 2.88 21.05 20.84 0,003 25.36 RCP-CL Ill
C.B#20"� n/a 2.33 2.33 0.500 oils.1.165 7.67 8.94 n/a n/a n/a n/a n/a n/a n/a#3RCP-CL Ill
113.00 0.73 3.69 0,500 .365 1.845 7.67 14.15 30 22.56 4.60 20.84 20.50 0.003 25-90 -4�
:CB#35' CB#34 27.00 0.37 0.37 0.500 0.185 0.185 7.67 1.42 15 7.27 5.92 20.84 20.50 0.013 26.57 RCP-CL Ill
CB#34-1,4� CB#1 9::: 151.00 0.50 4.56 0.500 0.250 2.280 7.67 17,49 30 19.52 3.98 20,84 20.50 0.002 26.57 RCP-CL Ill
27.00 0.66 5.22 0.500 0.330 2.610 7.67 20.02 30 25-03 5.10 20.04 19.94 0.004 27.98 RCP-CL Ill
�CB#14:493.00 0.51 5.73 0.500 0.255 2.865 7.67 21.97 30 22.57 4.60 19.94 19.66 0.003 27-98 RCP-CL Ill
C, 13#17 CB#1.6 26.60 0.15 0.15 0.500 0.075 0.075 7.67 0.58 15 4.53 3.69 20.00 19.87 0.005 29.85 RCP-CL Ill
C C 6 37.40 0.48 0.63 0.600 0.240 0.315 T67 2.42 15 3.51 2.86 19.87 19.76 0.003 29.85 RCP-CL Ill
'5#1 C;
# 27-00 0.34 0.97 0.500 0.170 0.485 7.67 3.72 18 6.41 3.63 19.76 19.66 0.004 29.96 RCP-CL Ill
�CB#15:': -CB.14-
QB#14 CO#1 3 201.60 0.38 7.08 0.500- 0.190- 3,540 7.67 27,15 36 36.79 5.20 19.66 19.05 0.003 30.58 RCP-CL Ill
'CB#13- 176.70 0.17 7.25 0.500 0.085 3.625 7.67 27.80 36 36.63 5.18 19-05 18.52 0.003 30.58 RCP-CL Ill
QB#1 2. QB#1 128.00 0.54 7.79 0.900 0.270 3.895 7.67 29.87 36 39.97 5.65 18.52 18.42 0.004 28.77 RCP-CL Ill
#1.1 4.360 7.67 53.44 36 36.27 5.13 18.42 18.20 RCP-CL Ill
74.80 0.93 8.72 0.500 0.465 0,003 28-77 RCP
-CL Ill
-C' 241.30 0.24 13.57 0.500 0.120 6.785 7.67 52.04 42 55.11 5.73 18.20 17.48 0.003 28.02
�13#1 0 RCP
013#9:
CB#8;::� 27.00 0.500 0.365 17.60 0.004
0.73 0.73 0.365 7.67 2.80 15 4.32 3.52 17.48 25.71 RCP-CL Ill
150.20 0.70 15.00 0,500 0,350 7,500 7.67 57.53 48 81.42 6.48 17.48 17.00 0.003 25.71 RCP-CL Ill
�;a
0.80 ;s°
.0.500 0.400 0.400 7.67 3.07 15 3.89 3.17 17.35 17.25 0.004 25.12 RCP-CL Ill
B 0.71 .0.500 0.755 7.67 5.79 18 6.73 3.81 17.25 17.10 0.004 25.12 RCP-CL Ill
:C 0.355
0
Ea
O
27.00 0.31 1.82 17.10 17.00 24-83 RCP-CL Ill
0.500 0.155 0.910 7.67 6.98 18 6.41 3.63 0.004 1:4
24.83 17.00 16.15 CB#4
222.70 0.48 17.30 1 0.500 0.240 8.650 T67 66.35 48 88.98 7.08 0.004 RCP-CL Ill
CB#3: 1111'-'` CB#2 27.00 0.60 0.60 0.500 0,300 0.300 7.67 2.30 15 4.32 3.52 0.004 RCP-CL Ill
16.45 16.33 23.04
0.57 18.47 0.560
S.#t...' 56.60 0.285 9-235 7.67 70.83 48 74.15 5.90 16.15 16.00 0.003 23.04 RCP-CL Ill
163.00 N/A N/A N/A N/A N/A N/A N/A 6 N/A N/A 21.50 21.60 0.000 23.00 DIP
21.50 21.00
j 2K :fESOIC 8.00 N/A N/A N/A N/A N/A N/A NIA 6 N/A N/A 0.063 22.50 DIP
0.600 0.135 0.135 7.67 1.04 15
26.10 26.00 28.08 DI -B# CB;MB'::: 27.00 0.27 0.27 3.94 3.21 0.004
�.'CB#56'- 176,00 0.27 0.54 0.600 0.135 0.270 7.67 2.07 15 3.45 2,81 26.00 25.50 0.003 28.08 DIP
'OFFSIM CBOT" N/A 0.82 0.82 0.600 0.410 0.410 7.67 3.14 N/A N/A N/A N/A N/A NIA N/A
C1307 27.00 0.08 0.90 0.600 0.040 0.450 7.67 3.45 15 3.94 3.21 25-50 25-40 0.004 28.38 RCP-CL IV
CB#W` C8#55­:�'� 74-00 0.61 2.05 0.600 0.305 1.025 7.67 7.86 24 10.21 3.25 25-40 25.25 0.002 28.57 DIP
OFFS ITE:: '...QB#55; N/A n/a 3.91 0.600 n/a 1,965 7.67 14.99 N/A N/A NIA N/A N/A N/A N/A �4
C13#55: ..QB#53-� 161.00 0.24 6.20 0.600 0.120 3.100 7.67 23-78 30 25.11 5.11 25-25 24.65 0.004 28.54 DIP
CBW CB#53::.. 27.00 0.60 0.09
.60 0.600 0.300 0.300 7.67 2.30 15 3.94 3.21 24.75 24.65 0.004 27.84 RCP-CL IV
:CB��3 Q.B#51: 133.00 0.29 0.600 0.145 3.545 7.67 27.19 30 ��9
.62 5.63 24.65 24.05 0.005 27.84 DIP
0.0600.060 7.67 0.46CL-111CB#6127.00 0.12 0.120,60015 .2.27 24.10 24.05 0.002 28.68 RCP
C.8#51 JB#50A: 27.00 0.13 7.34 0.600 0.065 3.670 7.67 28.15 30 30.65 6.24 24.05 23.90 0.006 28.65 RCP- CL-111
JB#50A,'j,FEWQ` 58-00 N/A 7.34 0.600 NIA 3.670 7.67 28.15 30 34.15 6.96 23.90 23-50 0.007 29.65 RCP- CL-111
.7CB#45`..` CB#46`�q.;27.00 0.13 0.13 1 oeoo
.600 0.065 0.065 7.67 0.50 15 3.94 3.21 24. 00 23.90 0.004 30.45 RCP- CL-111
7;'" 33.00 0.13 0.26 .15 T57 2.91 23-90 23.80 O�003 30.45 RCP- CL-111
CQ#46: CB#4 0.065 0.130 7.67 1.06
:C!3#47':�; CB#48:, 27.00 0.62 0.88 0.600 O� 310 0.440 7,67 3.37 15 3.94 3.21 23.80 23.70 0.004 29.00 RCP- CL-
OFFS ITECB#4.8 N/A 7.50 8.38 0.600 3.750 4.190 7.67 32.14 N/A N/A N/A N/A N/A N/A N/A
cm ''0 0.22 8.60 10. J5#4 A 17.00 600 4,300 7.67 32.98 36 51.29 7.26 23.70 23-60 0.006 29.50 RCP- CL-111
0.110
40.00 N/A 8.60 0.600 4.300 1.67 36 33.44 4.73 23.60 23-50 0.003 29.50 RCP- CL-111
N/A 32.98
JB#48A: i:JBOOA 93.00 N/A N/A N/A N/A N/A N/A N/A 6 N/A N/A 27.30 27.30 0.000 29.95 DIP
.!jB#50A%: FES#5013,5.00 NIA N/A N/A N/A N/A N/A N/A 6 N/A N/A 27.30 27.20 0.020 29.95 DIP
0.015 CB#37 27.00 0.03 0.03 0.800 0.015 7.67 0.12 15 3.94 3.21 25.20 25.10 0.004 29.95 RCP- CL-III
C
QB#38 5#36 33.00 0.06 0.09 0.800 0.030 0.045 7.67 0.35 15 3.57 2.91 25.10 25.00 0.003 29.95 RCP- CL-III
29.50 RCP- CL-111
tBw CP#39' 27.00 0.20 0.29 1 0.600 0.100 0.145 7.67 1.11 15 3.94 3.21 25.00 24.90 0.004
CB#39.%'� CB#4Q. 33-00 0.18 0.47 0.600 0.090 0.235 7.67 1.80 15 3.57 2.91 24-90 24.80 0.003 29.50 RCP- CL-111
CB#41: CEW01. 27.00 0.09 0.09 0700 0.045 0.045 7.67 0.35 15 3.94 3.21 24.90 24.80 0.004 29.95 RCP- CL-
-111
2 7- 158.00 0.06 0.53 0.800 0.030 0.265 7.67 2.03 15 3.99 3.25 24.80 24.20 0.004 29.95 RCP
w^
O
z�h
27.00 0.32 0.85 1 0.600 0.160 0.425 7.67 3.26 15 3.94 1 3.21 ---[----24.20 j 24.10__ 1 0.004 1 29.35 RCP- CL-111
CB b �O
0.110 .67 4.10 1 24.10 1 24.00 1 0.003 1 29.36 RCP- CL-111
.3:ES#44"] 29-00 1 0.22 1.07 0.600 0.535 7 18 6.18 1 3.50 1
I
7--
J

' "" ' t--" " L I N V V I I- I I/ %.i I- I
TO FIRS#1
INV. EL. 16.15
PROPOSED 48" RCP III
FROM CB #4
INV. EL. 21.50 .� ; °'f, -
r
. Q � A
PROPOSED 6" DI ' ° a " ' INV. EL. 16.15
BYPASS PIPE TO
JB #1 B
INV. EL. 16.15
PROPOSED 48" RCP III
FROM CB #3
PROPOSED 6"
BYPASS PIPE I
JB #r
48" RCP III
STORM DRAIN PIPE
J
FUTURE STORM DRAIN PIPE
I
I
L. 21.50 PROPOSED 6" DI
BYPASS PIPE FROM
•� a° ''a JB #1 A
di e�
INV. EL. 21.50
I FUTURE STORM DRAIN PIPE
. �-
NOT TO SCALE
PROPOSED 6"
BYPASS PIF
TO OUTFALL #1
FUTURE
STORM DRAIN
PIPE
JB #1B DETAIL
NOT TO SCALE
INV. EL. 21.50
a"I SLOW"Tau. No
JB CA DETAIL
NOT TO SCALE
INV. EL. 21.50
INV. EL. 16.15
O
th
00
N
Q
O --I
Y MO
Of
I W OV
O
U L
<0
Wz
m
0 CD F MO
< It #--
t�
o Z_
z
- J
z
W
U
d' O
z N N �
a C/)' 0
z v p
OQ
W Z�
w O p
zo
r,
Z
tit
O
�U
W �O
V
_ h
O
oA z
LL
Ww' �
Q O o
Polo
Z Of
� a�3
SEAL
58
C-7,04
PEI JOB#: 06110.PE
S 7 ,'T T -� ' n T -• ,
r
!f
-' T
F' , iE : ,_ -7-. 4 �-- Tr; '-; 'T -•r.^ •. "' r 7
S�• i ,,`',�,?S i �
' .(l�
� f t,'II)
r (.
�.1 !F
i 1 S�' 14 ( „S !'
{�.r6 . d r}a a p`: a!:ri S4 ♦!�3 !���}}F��{
.... 1 f• St) i.1 :1.' f�jt1 tt
y • 1 4 -* ,'
iP •fit.
it Y
,� �.
..r .�
rt,
_ •?! _+•+ .. ._. _. ..
_ .?,. +: ., .J'. !r e._. !.a. ., ;•!a i�'!'r,Tif rwa'a4 rp.it�i1•It6t
aw it�� f-,� is

—"i__._u. 1 ._—'__ ..!1': ..i s �. ._. _i�'___R _-. — L a._��__L i_...1.. .�.�_, T.fi. •,. •: ". 4}..1
M
O
qt\
�
00
N
aQ
Q J
w0
JWOV
O
0�
J = QO
WZ
z m
d qQ
o Z
z
z
F-
z
w
U
N �
z
0
y U
a O
W O
�C
W
o�
cn W V
F4
Z�o
Z H�Z
o ASH.,
� HO
Q o�°
�3
� �etica eta r�e„y► SE�A Ro�e`''��
CL
C-7e5
LPEIJOB#. 06110.PE
jf
R

/ f
FINAL DESIGN - NOT FOR CONSTRUCTION
rr►j"f'? i
' r
PROJECT _STATUS
OONCEPTUAL LAYOUT.DETAILS
E JIY�EJT: 04/20/06
FIN& DESIGN:
FlMAL DESIGN:
INFILTRATION BASIN #4T4r
CLIENT INFORMATION.
REMSIONS•
�L,%-�
PA
SS
9
E N 13 1 N E E q 1 N is • 1 N �
BILL CLARK
DRAW NG INFORMATION
y; 9�
OSPREY LANDING (PHASE I)
5911 Oleander Drive, Suite 241
HOMES
o
;rc� �e'
D"�' oafls/os
SCAM-Wlmuigton,
'
SM TOWNSHIP BRUNSWICK COUNTY
Noah Carolina 28403
430 EASTWOOD ROAD
C1
"{�f,,� '���•�`°
DRAMIN. cry
SOUTHPORT, NORTH CAROLINA
[phone] (0) (910) 791-67G0 {F)
WILMINGTON, NORTH CAROLINA 28403
rllll,FrlIFS14E
CHECICM. TGC